CrossSectionExtensions Methods |
The CrossSectionExtensions type exposes the following members.
Name | Description | |
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AutoProcess |
Set the AutoProcess flag for all cross sections.
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CalculateNaturalDepth |
Gets the Natural depth for a given discharge [m3/s] and slope [dimensionless]
The natural depth is the depth where the flow resistance and velocity
balances, i.e., for Manning resistance formulation when Manning formula is fullfilled:
Q = M*A*R^(2/3)*sqrt(I) | |
CalculateSpecificConveyance |
Calculate the specific conveyance at the specified water level and slope.
Specific conveyance is the actual conveyance over area.
The slope is only required for ColebrookWhite and HazenWilliams. It must be positive. If negative, it is not considered, but instead a design conveyance is returned (where no slope is avaiable). | |
Clone |
Clone all cross sections in CrossSectionData.
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GetBankLevel |
Get bank levels of cross section. If cross section is not open, or it has no markers,
the top of the cross section is returned.
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GetCapacity |
Get the capacity=conveyance*sqrt(slope) at the specified water level and slope.
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GetConveyance(XSBase, Int32) |
Get the conveyance at the specified processed level
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GetConveyance(ICrossSection, Double, Double, HDParameterData) |
Get the conveyance at the specified water level and slope.
The slope must be postive | |
GetCrossSections |
Find upstream and downstream cross section from crossSectionData
at location.
If none exists, create an return a GetVeryLargeCrossSection | |
GetDelh |
Return delh for the cross section.
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GetRiverBankLevels(ILocationSpan, ListICrossSection, ReachSide, Boolean) |
Get bank levels of cross sections inside span.
The css can contain only one cross section before start-chainage of span and only one cross section after end-chainage of span, to be used for interpolation. | |
GetRiverBankLevels(CrossSectionData, ILocationSpan, String, ReachSide, Boolean) |
Get bank levels of cross sections inside span.
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ToProcessedFormulation |
Clone all cross sections in CrossSectionData.
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